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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Transportasi Syntax Literate: Jurnal Ilmiah Indonesia NUSANTARA : Jurnal Ilmu Pengetahuan Sosial INTEK: Jurnal Penelitian Pena Teknik : Jurnal Ilmiah Ilmu-ilmu Teknik Jurnal Teknik Sipil dan Teknologi Konstruksi Jurnal Teknik Industri Terintegrasi (JUTIN) Jurnal Scientia Jurnal Teslink : Teknik Sipil dan Lingkungan Journal of Scientech Research and Development Jurnal Flyover Jurnal Teknik Sipil Macca Innovative: Journal Of Social Science Research UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Jurnal Konstruksi : Teknik, Infrastruktur dan Sains International Journal of Environment, Engineering, and Education Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil
Lambang Basri Said
Teknik Sipil, Universitas Muslim Indonesia
Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Mathematics Mechanical Engineering Public Health Social Sciences Transportation Other

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Pemodelan Bidang Gelincir Tanah Menggunakan Plaxis 2D pada Penanganan Pascabencana Ruas Salaonro-Pompanua Kabupaten Soppeng Andi Idham Mahmud; Lambang Basri Said; Andi Alifuddin
Jurnal Flyover Vol. 2 No. 2 (2022): Agustus - Januari
Publisher : Magister Teknik Sipil PPs UMI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52103/jfo.v2i2.1345

Abstract

Guna memperoleh pendekatan penanganan pada kegagalan subgrade (subgrade failure) yang terjadi khususnya pada ruas-ruas jalan dengan karakteristik tanah ekspansif, maka tanah dengan stabilitasnya menjadi lapisan yang berada di bawah permukaan jalan karena dapat meningkatkan sifat teknik tanah seperti kekuatan dan volume stabilitas. Stabilisasi dilakukan dengan menambahkan bahan tertentu untuk meningkatkan kohesi antar gradasi dan memberikan ketahanan terhadap air dan bahan kimia berbahaya lainnya. Beberapa kerusakan yang terjadi pada Ruas Jalan ruas Salaonro-Pompanua (Jalan Ruas Provinsi) yang memiliki total panjang 22,2 km, dimulai dari STA 169+400 – 191+600 disebabkan oleh berlebihnya beban kendaraan, campuran aspal tidak sesuai spesifikasi, pemadatan kurang maksimal , material lapis pondasi kurang berkualitas dan kurangnya daya dukung tanah dasar. PLAXIS 2D adalah program elemen hingga dua-dimensi, yang dikembangkan untuk analisis deformasi, stabilitas dan aliran air tanah dalam rekayasa geoteknik. Analisis bidang gelincir tanah dasar menggunakan metode elemen hingga dengan bantuan program Plaxis 2D Seri 8.2. Hasil penelitian menunjukkan bahwa nilai extreme displacements, angka pori, dan fsktor keamanan lereng (SF) dikategorikan memiliki kerentanan gerakan tanah yang rendah, artinya gerakan tanah akan jarang terjadi.
Analisis Uji Ketahanan Deformasi pada Campuran Aspal Beton dengan Bahan Tambah Anti Stripping Astive-05 terhadap Variasi Temperatur Almayana Alwi; Lambang Basri Said; Andi Alifuddin
Jurnal Flyover Vol. 2 No. 2 (2022): Agustus - Januari
Publisher : Magister Teknik Sipil PPs UMI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52103/jfo.v2i2.1348

Abstract

Deformasi permanen pada perkerasan jalan lentur yang biasa disebut rutting dan geser, Alur biasanya terdiri dari lendutan memanjang yang terjadi pada jalur roda kendaraan, merupakan akumulasi dalam jumlah kecil terjadi deformasi disebabkan oleh adanya peningkatan beban. Kerusakan bisa berkembang lebih parah karena permukaan jalan tidak kedap air lagi sehingga air bisa melemahkan ikatan antara batuan dan aspal. Untuk mencegah terjadinya kurangnya ikatan antara batuan dan aspal maka perlu di tambahkan zat aditif berupa Anti Stripping (ASTIVE-05) Anti stripping agent merupakan salah satu zat aditif yang dapat meningkatkan daya lekat dan ikatan, serta mengurangi efek negatif yang disebabkan oleh air sehingga menghasilkan campuran aspal yang berdaya lekat tinggi. Tujuan dari penelitian ini adalah untuk menganalisis pengaruh penambahan astive-05 sebagai anti stripping terhadap karakteristik campuran aspal beton dan untuk menganalisis tingkat ketahanan campuran aspal beton yang menggunakan bahan tambah astive-05 sebagai anti stripping terhadap deformasi permanen. Analisis yang digunakan adalah analisis regresi untuk mendapatkan nilai Kadar Aspal Optimum (KAO) menggunakan Marshall Test, Sedangkan data untuk deformasi permanen dengan menggunakan bahan tambah Anti Stripping Agent astive-05 diproses dengan perbandingan presentasi kenaikan ataupun penurunan. Hasil penelitian menunjukkan bahwa penggunaan astive-05 sebagai bahan tambah dapat meningkatkan nilai stabilitas. Hubungan prilaku rutting terhadap anti stripping dengan 4 variasi penambahan kadar astive-05 yaitu 0.1%, 0.2%, 0.3% dan 0.4 % dari berat aspal pada campuran, yang memiliki nilai baik adalah pada penambahan kadar astive-05 sebesar 0.2%
DRIVERS BEHAVIOR ANALYSIS AND FULFILLMENT OF SIGNS AGAINST TRAFFICK IN PINRANG CITY Lambang Basri Said Basri Said; Ilham Syafei Syafei; Muhammad Sastera Hasim
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Traffic is one of the means of community communication that plays a very vital role in facilitating the development that we carry out. The traffic problem is one of the problems on a national scale that develops in tune with the development of society. The problem faced today is the emergence of congestion on various roads, especially at peak hours. Congestion factors are generally caused by the components of facilities, infrastructure, signs and human factors as traffic drivers on the highway. Formulation of the problem, how aspects of the character of the driver, social, economic and cultural aspects of the driver and the fulfillment of traffic markings. Research objectives, to analyze the components of facilities, infrastructure, signs and human factors as drivers. The population of Pinrang City is ± 96,369 people and the number of samples is 100 respondents, the analysis method used is Multiple Linear Regression Software, the results obtained are X5: Aspects of Fulfillment of Signs-Marks 0.334; X4: Rider Culture Aspect 0.313; X1: Character driver coefficient value 0.246; X3: Driver's Economic Aspect,0.075; and X2: Social aspect of the driver, 0.036.
ANALYSIS OF IMPLEMENTATION OF OCCUPATIONAL SAFETY AND HEALTH (K3) ON ROAD CONSTRUCTION WORKERS Lambang Basri Said Said; Ilham Syafei; Hardiman
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Occupational Health and Safety (K3) issues for workers during construction projects often receive less attention from various parties, both from the government or from providers. This lack of awareness of the importance of K3 has resulted in many work accidents in the implementation of construction projects. Accidents that occur in the construction process can hamper the construction process itself so that the objectives of Project Management are not achieved. Research Objectives, To formulate the equation for the application of K3 to road construction workers and to analyze the character, awareness, understanding and compliance of workers with the implementation of K3. The population of workers at the research location is ± 500 people and the number of samples is 100 respondents, the analytical method used is Multiple Linear Regression Software, the results obtained are Character (X1) = 0.282 or 28.2%, Awareness (X2) = 0.226 or 22.6% , Understanding (X3) = 0.258 or 25.8%, Compliance (X4) = 0.242 or 24.2%
TRAFFIC IMPACT ANALYSIS REVIEW OF TRAVEL ATTRACTION IN THE AREA OF PANKEP REGENCY Hospital Maryam H; Lambang Basri Said
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (435.111 KB)

Abstract

The activity zone is located as a trip towing zone. One of these activity zones is the Hospital. The Pangkep District General Hospital which is located in the city center of Pangkep Regency has a fairly high activity intensity. The interactions that occur as a result of the need for health, both patients and families or visitors as well as medical officers or hospital managers and others will result in the movement of traffic flows around the hospital complex which will cause problems including an increase in traffic volume on the toll segment. the road that is around the Pangkep Regional General Hospital. This study aims to find out how many pulls occur at the Pangkep Regional General Hospital, to find the contribution of the distribution of traffic that occurs on the roads around the Pangkep Regional General Hospital and the road capacity that is burdened by visitors to the Pangkep Regional General Hospital. In this study, a survey method with a questionnaire was conducted to determine the socio-economic characteristics. The sampling technique was carried out in a proportional random manner for each visitor who used a certain mode to reach the Pangkep Regional General Hospital which represented all zones. Based on the analysis results, predictions for the next 10 years will increase the intensity of activities at the Pangkep Regional General Hospital, in 2019 the Pangkep Regional General Hospital with a building area of ​​± 10,885 m2 is able to attract 172 cars per day and 581 motorbikes per day, as well as attracting 1207 visitors per day, in the next 10 years the Pangkep Regional General Hospital will attract as many as 206 cars per day and 697 motorcycles per day, and attract 1447 visitors per day. The performance of the road segment has almost reached the upper safe limit, as indicated by the DS which has reached 0.31 in 2019 and the DS will increase to 0.45 in 2029.
ANALYSIS OF HOUSEHOLD VEHICLE OWNERSHIP AGAINST CONFLICT IN MANGGALA DISTRICT MAKASSAR CITY Lambang Basri Said; Maryam H; Sri Indriyani
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 1 (2018): Journal Flyover Vol 2 Issue 1 Juni 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

The increase in population accompanied by economic growth in Bumi Tamalanrea Permai Housing (BTP) has pushed the level of motorized vehicle ownership from year to year to increase. This of course will have an effect on the existing traffic conditions. So the objectives to be achieved in this study are: to analyze the socio-economic and demographic characteristics of households in Manggala District and to analyze the vehicle ownership model in households with the factors that influence it. The number of family members is 5 people or more, by 35.2%. And 1 person with a total percentage of 2.8%. the percentage who work 2 people is 40.4%. The highest number of family members who are students/students is 1 person with a percentage value of 38.8%. The highest monthly net income of Rp. 6 million - Rp. 10 million, which is 28.4%. Meanwhile, the gross income per month is Rp. 6 million – Rp. 10 million, which is 31.6%. The average distance per day is 10-20 km, with a percentage of 35.2%. The average monthly transportation cost per household is IDR 500 thousand – IDR 1 million, with a percentage of 39.2%. Average travel time per day is 1-2 hours, with a percentage of 40.8%. The highest level of household car ownership in Manggala District is 1 unit, with a percentage of 49.2%. While the smallest is more or equal to 4 units with a percentage of 0.4%. The highest level of motorcycle ownership in each household in Manggala District is 1 unit, with a percentage of 40.8%. While the smallest is more or equal to 4 units with a percentage of 1.2%.
STUDY OF THE EFFECT OF ADDITIONAL VARIATIONS IN LAWELE ASBUTON AND ASPHALT PEN 60/70 LEVEL IN THE UTILIZATION OF Limestone AS A RUDE AGGREGATE TO STABILITY AND AC-WC MIXED DURABILITY Lambang Basri Said; Mysdelty
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 1 (2018): Journal Flyover Vol 2 Issue 1 Juni 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Bitumen Asbuton as a type of natural asphalt extracted from which there are many deposits in Indonesia is an alternative that can be used to improve the performance of asphalt mixtures where asphalt concrete pavements often experience problems, namely not achieving the design life due to early damage and at the same time it is expected to be able to utilize materials local. The purpose of this study was to obtain the results of the optimization of the asphalt mixture asphalt Laston Lapis Aus (AC-WC) when used Asphalt Oil and the addition of Asbuton which varied 0%, 5%, 7% and 10% and to obtain the characteristics of the asphalt mixture asphalt mixture (AC) -WC) which uses limestone as coarse aggregate. The research procedure uses the experimental method by referring to the provisions, terms and procedures of SNI, Bina Marga, AASHTO, or other related organizations. Sources of data obtained from research results as primary data and secondary data obtained from other sources which are the results of research that has been done previously. For the mixture with the addition of Asbuton 0%, 5%,7% and 10%, the optimum value of asphalt content (KAO) is 6.2%. The stability values ​​are 2161 kg, 2257 kg, 2410 kg and 2371 kg. The VIM score is 4.26%; 4.69%; 4.82%; and 5.10%. The deformation values ​​are 1.4825 (0%) and 0.945 (7%). With the addition of Asbuton will increase the value of stability, and the value of VIM also increases and reduces the rate of deformation. A mixture that uses asbuton a lot shows a greater stability value and is more resistant to hot temperatures and reduces the rate of deformation of the mixture so that it is indicated that it can improve the performance of the mixture and increase the durability of the mixture.
Analysis of Characteristics of Porous Asphalt Mixtures Using Concrete Waste Fractions As a Substitute for Coarse Aggregate With the Addition of Asbuton BGA on Asphalt 60/70 Penetration Lambang Basri Said; Maryam H; Baso Arman
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 1 (2020): Flyover Vol 4 Issue 1 juni 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Pemilihan campuran aspal berongga pada lapisan permukaan adalah cara yang sedang dikembangkan untuk mengatasi permasalahan di atas yang dapat mengganggu keselamatan di jalan. Lapisan ini secara efektif akan memberikan tingkat keselamatan yang lebih, terutama di saat hujan.. Tujuan penelitian ini adalah (1) Menganalisis karakteristik aspal Porus dengan pecahan limbah beton dengan penambahan asbuton BGA pada aspal pen 60/70. Dan (2) Mendapatkan proporsi optimal / gradasi limbah beton pada campuran aspal porus pada penggunaan Asbuton BGA pada aspal pen 60/70. Hasil penelitian menunjukkan bahwa (1) Arus lalu-lintas dari jalan minor (Jl. Ketimun) pada kondisi eksisting saat ini sangat berpengaruh terhadap kinerja jalan hal ini ditunjukkan dengan tingkat derajat kejenuhan (DS) sebesar 0,863, kondisi eksisiting digolongkan buruk berpeluang terjdinya kemacetan pada waktu-waktu tertentu terutama disore hari. Dan (2) Skenario larangan arus kendaraan berbelok-kanan dari arah Jl. Minor (Jl. Ketimun) merupakan solusi alternatif yang mudah dengan biaya murah.
ANALYSIS OF IMPLEMENTATION OF OCCUPATIONAL SAFETY AND HEALTH (K3) IN ROAD CONSTRUCTION WORKERS Lambang Basri Said; Ilham Syafei; Hardiman
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 1 (2020): Flyover Vol 4 Issue 1 juni 2020
Publisher : Moeslim Indonesian University (UMI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (419.662 KB)

Abstract

Masalah Kesehatan dan Keselamatan Kerja (K3) para tenaga kerja selama berlangsungnya proyek konstruksi sering kali kurang mendapat perhatian dari berbagai pihak, baik dari pemerintah ataupun dari penyedia. Kurangnya kesadaran akan pentingnya K3 inilah yang mengakibatkan banyak terjadinya kecelakaan kerja pada pelaksanaan proyek konstruksi. Kecelakaan yang terjadi dalam proses konstruksi dapat menghambat proses konstruksi itu sendiri sehingga tujuan dari Manajemen Proyek tidak tercapai. Tujuan Penelitian, Untuk merumuskan persamaan penerapan K3 pada pekerja konstruksi jalan dan menganalisis karakter, kesadaran, pemahaman dan kepatuhan pekerja terhadap implementasi K3. Populasi pekerja pada lokasi penelitian ± 500 Orang dan Jumlah sampel sebanyak 100 responden, metode analisis yang digunakan Software Regeresi Linear Berganda, Hasil Yang diperoleh Karakter (X1) = 0,282 atau 28,2%, Kesadaran (X2) = 0,226 atau 22,6%, Pemahaman (X3) = 0,258 atau 25,8%, Kepatuhan (X4) = 0,242 atau 24,2%
REVIEW OF ROAD TECHNICAL REQUIREMENTS IN FULFILLING MINIMUM SERVICE STANDARDS ON THE MAMUJU ARTERIAL ROAD Maryam H; Arifin Tahir; Lambang Basri Said
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 2 (2018): Flyover Vol 2 Issue 2 2018
Publisher : Moeslim Indonesian University (UMI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (359.077 KB)

Abstract

Dengan mencermati ruas jalan Mamuju Arterial Road yang saat ini sudah dipergunakan serta untuk mewujudkan amanah Undang Undang mengenai kewajiban bagi penyelenggara jalan terhadap pelayanan sesuai standar yang ditetapkan, maka ini dapat dijadikan suatu topik bahasan yakni tinjauan persyaratan teknis jalan terhadap pemenuhan Standar Pelayanan Minimal pada ruas jalan tersebut. Apakah ruas jalan tersebut sudah memenuhi standar pelayanan minimal melihat dari aspek persyaratan teknis jalan?. Serta faktor yang menyebabkan tidak terpenuhinya SPM tersebut. Metode penelitian yang digunakan adalah metode survei. Data dikumpulkan melalui observasi langsung ke obyek penelitian di lapangan yang berkaitan dengan kondisi eksisting jalan, sesuai dengan sasaran yang ingin dicapai. Selain itu melalui responden untuk menilai kriteria dan rekomendasi yang akan dilakukan untuk pemenuhan SPM. Hasil penelitian menunjukkan bahwa dari penilaian terhadap 27 indikator yang digunakan untuk menilai aspek keselamatan jalan dengan menggunakan Standar Persyaratan Teknis Jalan (PTJ), skor tertimbang yang didapatkan adalah 73.94%, hal ini menunjukkan bahwa tingkat pemenuhan SPM pada ruas MAR barkategori relatif memenuhi dan Terdapat 6 indikator yang menyebabkan tidak terpenuhinya Standar Pelayanan Minimal jalan yang berkaitan dengan aspek keselamatan jalan pada ruas MAR dan di bagi dalam dua kelompok yaitu (1) Pada kelompok ahli (expert): IRI dengan bobot pengaruh 0.320, RCI dengan bobot pengaruh 0.307, lebar rumija dengan bobot pengaruh 0,08, dalam rumija dengan bobot pengaruh 0.057, ruwasja dengan bobot pengaruh 0.144, dan jarak antar simpang dengan bobot pengaruh 0.096. (2) Pada kelompok Pengguna: IRI dengan bobot pengaruh 0.283, RCI dengan bobot pengaruh 0.357, lebar rumija dengan bobot pengaruh 0,074, dalam rumija dengan bobot pengaruh 0.055, ruwasja dengan bobot pengaruh 0.137, dan jarak antar simpang dengan bobot pengaruh 0.093. maka Upaya yang harus dilakukan dalam rangka pemenuhan SPM pada ruas jalan MAR, secara berurutan adalah menetapkan status/ kewenangan pembinaan jalan MAR, melakukan pemeliharaan rutin dan berkala, menyerahkan wewenang pengawasan pemanfatan bagian jalan kepada Pemerintah Kabupaten, menegakkan aturan terkait pemanfaatan ruang dan memperketat proses perizinan, serta menerapkan disinsentif pemanfaatan ruang.
Co-Authors Abrar, Muhammad Rachmat ADI FITRA Adri Afkar agung setiawan Ahmad Jihad Aksar Alamsyah Alamsyah Almayana Alwi Amalia Nur Chasanah Amri, Andi Andi Alifuddin Andi Alifuddin Andi Darmawansyah Akm Andi Idham Mahmud Andiman, Andi Mitra Antum Abdullah Anugrah Aries Yunus Arifin Tahir Arsandi, Irsan Asma Massara Aulia Wahyuni B, Moh Baktiar Bashir, Muhammad Zulfikri Baso Arman Burhanuddin Yasin Dandy Lagaligo Dindra, La Ode Muh Wawan Faisal Fadel Muhammad Anis Fadly Febriansya Gafar, Muhammad Ikrar Gecong, Alimin H, ST Maryam Habib, Andi Ibnu Hafram, Maryam Hafram, St Maryam Hajar, Muhammad Ibnu Hajrah Hamid, Irwan Hamzah hanafi ashad Hardianti Hardiman Hardiman Hasan, Muh Tsabit Hasim Hasim, Abdul Hafid Haslindah Herman Ibrahim, Zulfadli Idrus, Yasnawi Ilham Syafei Ilham Syafei Ilham Syafei Ilham Syafei Ilham Syafei Syafei Ilham Syafey Ilham Syafey Imam Ahmad Ghozaly Irmalia, Andi Iin Isfan Ramadhani Yunus Januar, Ilham Yuna Dwi Kamaruddin Alwi Kunna, A Sarwono Suhar Kuntiadi Satriawan Lili, Ahmad luqman Mahfud Mahfud Mahmud Mahris Mahyuddin, Desianti Mansyur, Titien Putri Marsyanda, Andi Ulfa Maryam H Maryam H Maryam H Masri, Kurniawan Massara, Asma Misdawati Muh Rizal S Muh.Arsyad Zain Muhamad Said Amir Muhammad Adam Muhammad Ahyuddin Muhammad Fikri Muhammad Firdaus Kamil Muhammad Ridha Kasim MUHAMMAD SAID Muhammad Sastera Hasim Muhammad Syaifullah Muhammad Tabri Tabah Muhammad Yusuf Al Makassari Muin, Suriati Abd Mukhtar Thahir Syarkawi Murdipin Musa, Ratna Mustafah, Saddang Musvira Febriana Umar Musyafir Turu Mysdelty Nagara, Abd Ramti Naim Darmawan Bachtiar, Muh Natsir, Khofifah Nur Alim Dewa Nursafanah Dzakiyah Almakassari Putra, Rizky Syah R, Muhammad Reza Aizar Rabiul Awal R Rafiqah Hamsir Raharja, Farid Rakhmat Kurnia Ramadani, Thamzir Rani Bastari Alkam Rani Bastari Alkam, Rani Bastari Ridha Dharmawan Nurdin Saputra, Rizal Jaya Ahra Saraswati , Rizki Ayu Shalihah, Fithrah Fadhiba Sitti fauziah Badaron Soni Ari Mulyo Sri Indriyani St Maryam H St Maryam, St St. Maryam, St. sunarti Supriadi S Supriadi, Andi Syafei, Ilham Syafey, Ilham Syafrillah, Andi Muhammad Fajrin Mario Syamsul Amien Syarkawi, Mukhtar Thahir Syukuriah Syukuriah Trisna Wahyuni Yunus Warid, Rizwan Adhar Watono Watono Watono Winarno Arifin Wirawan, La Ode Muh Wiwik Handayani Zaifuddin Zulfikar Ahmad